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I EPDXY <br />HOLDOWN <br />SCHEDULE <br />*FOR EPDXY INSTALLATIONS <br />, <br />N <br />FASTE <br />1 <br />aPOSTMODEL <br />4 <br />i <br />SCREWS <br />U=,QWN <br />NOTES <br />.i <br />1. Y, i ALL -THREAD AS <br />BOLTS SHALL CONFORM <br />'� SO TO R <br />0 <br />2. MINIMUM CONCRETE COMPRESSIVE STRENGTH fc = 2500 k MINIMUM <br />U WALL <br />3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. WHERE <br />, S INSTALLED <br />M <br />OWNS ARE <br />WIDE 4CE OF " 4'. STUDS MUST <br />BE <br />STITCH NAILED TOGETHER w/ 16d SINKERS STAGGERED 0 4m o/c. <br />4't <br />5 <br />( NAIILS/SCREWS <br />HOLDOWN POST SHALL BE PER <br />MANUFACTURER'S <br />f P i <br />6. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER <br />PRIOR O <br />7. ALL, HOLDOWN BOLTS MUST BE RE —TIGHTENED JUST PRIOR TO ENCLOSING SECON# <br />SIDE OF WAI <br />8. HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING SIMPSON 'SET—XP" <br />HIGH STRENGTH EPDXY. SIZE AND EMBED PER CHART. ICBO REPORT NO. ER-5279 <br />DRILL ANCHOR BOLT HOLES V LARGER .. fHAN ANCHOR BOLT DIAMETER. <br />3 ' AUL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. HDUl 1 AND HHDQl 4 <br />THE VWDE FACE OF THE STUD, THE STUDS MUST BE S71TCH NAILED TOGETHER W1 16d <br />SINKERS STAGGERED 0 4- REQUIRE A 6x6 D F# 2 MINIMUM POST SIZE, U.N.O. YMERE HOLDOWNS ARE INSTALLED INTO <br />C. <br />4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL FOR <br />CONCRETE CAST AGAINST SOIL PRO\ADE 3" CLEAR TO ANCHOR BOLT. <br />x HOLDOWN - y y BOLTS <br />• BE RE -TIGHTENED _ <br />PRIOR <br />$ <br />bKers <br />cn <br />co <br />Rug <br />Wk <br />w�xinr.�m <br />p x� <br />Y <br />w e+ <br />j�, <br />